Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #26363431

Construction/Beautification Of Chandracharya Chowk

Issued by Local Bodies · Haridwar, Uttarakhand
Tender Value
27.13 Lakhs
Estimated cost
Bid Submission
29 Dec 2020
0 days left
EMD
54300
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Haridwar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

CONSTRUCTION/BEAUTIFICATION OF CHANDRACHARYA CHOWK

BOQ

Name of Work: CONSTRUCTION/BEAUTIFICATION OF CHANDRACHARYA CHOWK
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 15.3 D.S.R. 2018BI01010001010000000000000515BI010000111310Job
22Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 3-5-1 S.O.R. MORDBI01010001010000000000000515BI010000111411.13Cum
33Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 2-2 S.O.R. MISCBI01010001010000000000000515BI01000011150.74Cum
44Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) 4.1.2 D.S.R. 2018BI01010001010000000000000515BI01000011161.81Cum
55Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 11-8 S.O.R. MORDBI01010001010000000000000515BI0100001117100Cum
66Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\n 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 5.1.2 D.S.R. 2018BI01010001010000000000000515BI01000011180.72Cum
77Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar 11-5-2 S.O.R. MORDBI01010001010000000000000515BI01000011193.36Cum
88Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar 12-1-2 S.O.R. MORDBI01010001010000000000000515BI01000011204.05Cum
99Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.25 (a) D.S.R. 2018BI01010001010000000000000515BI010000112133.22Cum
1010Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 12-3 S.O.R. MORDBI01010001010000000000000515BI010000112234.01Sqm
1111Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing.\n50 MM thick 8.14.2.3 DSR 2018BI01010001010000000000000515BI010000112313.38Sqm
1212Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade One face dressed Red Sand stone 7.13.1.1 DSR 2018BI01010001010000000000000515BI01000011240.3Rmtr
1313Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 10.28 D.S.R. 2018BI01010001010000000000000515BI0100001125150Kg
1414Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab upto 0.50 sqm 8.2.2.2 D.S.R. 2018BI01010001010000000000000515BI01000011266.25Sqm
1515Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 8.3.2 DSR 2018BI01010001010000000000000515BI010000112720Nos
1616Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) 8-13 S.O.R. MORT&HBI01010001010000000000000515BI01000011281.41Nos
1717Solar Road Studs:\nProviding and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications. 5-3 S.O.R. MISCBI01010001010000000000000515BI010000112910Sqm
1818High intensity retro refrective sheet for littering / sign / symbol/ border etc ( Rates are from DAR Annalaysis ) 8690 D.A.R. 2018BI01010001010000000000000515BI01000011301.5Nos
1919P/F of Sculpture as per given design in annexture 1 MARKET RATEBI01010001010000000000000515BI01000011311Nos
2020Supply of aluminium armoured PVC insulated and PVC sheated/ XLPE power cable of 1.1 KV grade of following size 2X6 Sq.mm MARKET RATEBI01010001010000000000000515BI010000113225Rmtr
2121Supplying and making and terminaion with brass compression gland and alluminium lugs for following size of PVC insulated and PVC sheathed / XLPE alluminium conductor cable of 1.1 KV Grade as Required (for 2x6 Sq. mm cable) 2X6 Sq.mm ( 19 mm) 9.1.1 D.S.R. (E &M) 2018BI01010001010000000000000515BI010000113322Nos
2222Laying of 01 no. PVC insulated and PVC sheated/ XLPE power cable of 1.1 KV gradev of following size direct in ground including Excavation , sand cusioning, Protective covering and refilling the trench ec as required. Upto 35 Sq.mm 7.1.1 D.S.R. (E & M) 2018BI01010001010000000000000515BI010000113425Rmtr
2323Supply, Installation,Testing and Commissioning of 30 watt LED RGB/RGBW floodlighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 . Fixture shall be suitable to operate at an ambient temperature range of - 10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.\n1.11 D.S.R. FADACE LIGHTING 2018BI01010001010000000000000515BI010000113510Nos
2424Supplying , Erection, Testing and commisioning of Powder coated Main Distribution LT control Panel fabricated out of 14 gauge CRCA sheet steel in cubical, compartmentallised, FRL See standing floor/wall mounted, dust and vermin proof, with reinforcement of suitable size angle iron, channel, T- iron or flats as required. Cable gland plates shall be provided on top as well as bottom of the panals. Panels shall be treated with all anti-corrosive process before painting as per specification.Panels shall be suitable for 415V, 3- Phase, Four wire, 50 Hz supply complete with earth bus and lifting hooks as required in case of large panels. Approval shall be taken for each panel before fabrication. (All hardwares like nuts and bolts used shall be Galvanized and Zinc passivated. UPS Panel as per specification mentioned below: INCOMER, 63 A, FP, MCCB, 16 KA. ON/OFF phase indicating lamps with control fuses. Ammeter complete with CT and selector switches as required.Voltmeter complete with selector switches as required. Multi-Function Meter. Measuring of V, A, F, PF, kW, kWh, etc. BUS BAR- as per SLD. 100 A, TPN, AI Bus Bars with heat shrinkable PVC Sleeves OUTGOINGS 6-32A .DP , MCB , 10 KA - 10 Nos with Proper connection and MS pail fancing with locking system etc. complete in all respects. MARKET RATEBI01010001010000000000000515BI01000011361Nos

AI Tender Summary

OUR REF NO 26363431
AUTHORITY Local Bodies
TENDER VALUE 27.13 Lakhs
LAST DATE 29-12-2020
Authority
Authority Name Haridwar Development Authority
Work Description CONSTRUCTION/BEAUTIFICATION OF CHANDRACHARYA CHOWK
Basic Detail
Tender No 62-Development of Chandracharya Chawk
Bidding Type Tender
Location
City Haridwar
State Uttarakhand
Key Dates
Publish Date 23 Dec 2020
Submission Date 29 Dec 2020
Open Date 29 Dec 2020
Finance
Tender Value 27.13 Lakhs
Tender Fee 2600
EMD 54300
Exemption Not Available
Document List
88B8AA77-5A10-43D9-86BD-71D0DECEE736.html
Sculpture_detail_Chandracharya_chowk.pdf
TenderDocument.pdf
Tendernotice_1.pdf
BOQ_33626.xls

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Tender Timeline

Dec 23, 2020
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 29, 2020
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 29, 2020

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

88B8AA77-5A10-43D9-86BD-71D0DECEE736.html

pdf

Sculpture_detail_Chandracharya_chowk.pdf

pdf

TenderDocument.pdf

pdf

Tendernotice_1.pdf

xls

BOQ_33626.xls

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